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RF-12-563• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174653 Permit Number: RF -4 -12 -563 Scheduled Inspection Date: July 24, 2012 Inspector: Rodriguez, Jorge Owner: COHEN, DOUGLAS Job Address: 440 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1122310150040 Phone: (305)754 -0191 Building Department Comments RE ROOF TILE TO TILE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171815. NO LADDERE NO PLANS OR PERMIT POSTED. nb July 23, 2012 For Inspections please call: (305)762 -4949 Page 4 of 25 RE: Permit# RF Pou&■ i4,wo4.6K (Print name and circle License Type) License #: 06 133 0000 rl Miamu Shores ViHage Building Department INSPECTION AFFIDAVIT On or about Lill 11 I;uo any, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: licensed as a (n) FS 468 Building Inspector Engineer / Architect, , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at Lill 0 WE 05` `x-1' (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) oPtuaa4w,1.10,( Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this I day of Notary Public, Sate of Florida at Large CLAUDIA V. CUBILLOS Notary Public - State of Florida y Comm. Expires Sep 23, 2015 -,9, ,"' Commission # EE 128810 °, %° ," Bonded Through National Notary Assn. 4 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 1 F•I•E• FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida CA #27273 °-� SITE SPECIFIC INFORMATION Owner's Name: !moo 0-4 kik,%s Job Address: 14.0 �� s L u.I :� Roofing Contractor: rte( �,� �� :-a 4 Permit Number: -4- tZd 3 Type of Tile: j Approximate Roof Height: L 1-- feet Slope: 12 Approximate Square Footage: ''51 49049 ft2 Type of Access to Roof: - Ladder OtherRequired Testing Force: 35 lbs. Testing Equipme t: F.G.E. 100x Shimpo Instrument Date Installed: - t Date of Inspection: TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 �, ' , 21 ?k. , 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 f 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 7 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 ✓ 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 4:1- ft Area Units or ft2 No. of Tests Perimeter (a 5040 I.. q- Field tI 5', f 1 Corners 1 d� Hips & Ridges t 2D { RESPECTFULLY SUBMITTED BY: vWs\i'QL_Licie06 • b • Cow' or Other: FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, L.LC '44(r) t99- 0- M-t t Sketch of Roof Cta:LS) I$ !! ! mlinummumismainwommultanammonns om anuommununumuumumummumumonsa ismismiinalimmIUMMBRIMINImmummanisimommiunimimilmIMI 1111111111111111111MMBISMOMMMIIIIIHNINIMMIMMAILIIIIIMIUMMIM mmlmHsmummmourmJimeosmstwrtayatmomnmuiimiuumsHEMmm 11111 ■11111I111L? 1M11 , IIMIUM MIIM M M1111 1C1111 1111111111111MMIIMMINSSILIAMISSWINIMMIMIUMIMMISIBI Nommumummunimaimmumumouninausaassaanium 111111111111 1111 #11 11 11 IKUmma111111amm Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. REC I1 CD AP C 2 2C! Permit Type: BUILDING L OWNER: Name (Fee Simple Titleholder): t)D ' j 1 a6 Co ken Phone #: 205 S$ 8 - 65:=0 Address: 14140 IVE 105-14 /St City: M% Shp re6 State: E �- Zip: 331-g8 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: -1 LI 0 1'E 1©5 S+" City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: hat }1X -K }�aoPIV Phone #: 305 (755/ big/ Address: 191-11-13.51W, Li �t CI- �^ City: Mi ram 1" State: FL Zip: 33 Daq Qualifier Name: PfiuAA k aw(%1{ -K Phone #: . State Certification or Registration #: Certificate of Competency #: 061350000 f% Contact Phone #: lmail Address: DESIGNER Architect/Engineer: Phone #: Value of Work for this Permit: $ 15i q 00 Square/Linear Footage of Work: 1"1 a® Type of Work: Address D ® Alteration- ONew Repair/Replace ODemolition Description of Work: 1 r , fr-► red iae..e L40o % c v ek., Jt ,31- e1 ;'r po r-e e or *ro h -H le row5p-1-en co on 14obO ikecl- 1(0,4\8-e_ `OLVI? THROUGH' ROW' Tfl F. IS REQUIRED acknowledged by * ***** ******* ear **** ** * *** **+x** *****' *** Fees* * * *** ********* * *** ********* **** x ***ea******* Submittal Fee $ Permit Fee $ fao (yd CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ . Technology Fee $ Double Fee $ Structural-Review $. TOTAL FEE NOW DUE $,` Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City' State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is s ..'ect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first 'nspec >•s which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w? not b . a ,s .ved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 2 day of , 20. ,, by D1)0 Ltv %- , who is personally known to me or who has produced 1 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 1 tN110, fil I 0 A' O c,1 .46k. ) ref"--;. ▪ .. %,,- �'sr }}tCCt�n/� .0' Pk".' �R�k**** �Ntl� b�k�k�M** **,M,b,i<R,�M�N,M,kB� *** �P+Y�k�N4� 41 iiip N , B, A***** �MrN+R�R+N+kik�A�Nib+d��k+k�R+l *** I ltlllllll APPROVED BY Signature JP0444Aat-e-e, Contractor The fore: + ing ' strument was ackno dged for Ile this day of I it 20 i by 1g( who is personally known Yo me or who has produced as identification and who did take an oath. NOTARY PUBLIC: _ Sign: Print: My Commissio Plans Examiner Structural Review (Revised 07 /10 /07)(Revised Q6 /10/2009)(Revised 3/15/09)(rev6/4/10) a USiLLOS .•..,Y PVe `,-*'s Notary Public - State Of For a My Comm. Expires Sep 23, 2015 ss.': o;: Commission # EE 128810 iqT pQQ cif OF iti��. Bonded 'Through National Notary Assn. booµ. Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 12--c36 TAX FOLIO NO. STATE OF FLORIDA.. COUNTY OF MIAMI -DADS 111111111111111111111111111111111111111111111 • • THE UNDERSIGNED hereby gives notice that improvements will be made to certain real •property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1.oLegal description of property and street/address: _. 2. 33Description of improvement R e -roof- CFN 20128024.174 -o OR Bk 28061 P9 1215; (1ps) RECORDED • 04/05/20012 04:50:33 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording offl IMO N, 1054h .-f" Mitt-m1 ShOF-eS! FL. 3. Owner(s) name and address: Interest In property: olA/V1'er Name and address of fee simple titleholder: 4. Contractor's wme address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 0 v. eh VII 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. . Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the exphatibn date is 1 year from the date of recording unless a different date is specified) WARNING TO. OWNER: ANY PAYMENTS MADE BY THEOWNER AFTER THEEXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR 'i • RDING YOUR NOTICE OF COMMENCEMENT. )' Authorized Officer/Director/Partner/Manager By By • . Print N e i Cr CdpretE0 Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE .. The foregoing instrument was acknowledged before me this (16) day of '2. Cam. '1)0 1 2- By 1)O'3 P up-) C t:)1 -4 C-•., �ougninfiti,* . 0.Indhlidually. or ❑ as • for ‘a • U Personalty known,. orp4 produced the following type of id Signature of Notary Public: Print Name: (S ? \� 4 • EAL) VERIFJCATEON PURSUANT TO SECTION 92525. FLORIDA STASTUTE � . 4 Under penalties of perjury, I declare that I have read the foregoing 40 .... that the facts stated in it are true, to the best of my knowledge and f�fiejt�t,� i i+,q``a" Signature(s) of Owner(s) or Owner{s)'s Authorized Officer /Director/Partner/Manager who signed above: BY STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CEKi ii- f dhatUds -,o a rue c ^py, of :he an dayof gina! filed in this Office on �� .....- �ROK2�12_ WITNESS my nand and • hoar HARVEY RUVI 04 A 0 Zu ------ it and County Courts D.C. IVliami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: J41 C`J\\ C*t) Date: 3 /a 6 I I 2, Property Address: -`c3 0 r" r-\- [1c.F � StK,¢u =� �� 3 ►�ti Roofing Permit Number: Dear Building Official: I )oUGLP o -IE-a certify that I am not required to retrofit the roof to wall connections of my building because: (The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The buil was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 19 editi n the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she il it p1v, ner for the above property Y mentioned. Swom to and subscribed before me this r ._ - day of • if Notary Public, Sate of Florida at Large °g, h CZ> ©= 4. . • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or mori3an $300O0'! building was not constructed will FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Iry tf' p jq ecane Mitigation. Revised on 5/21/2009 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES o 'l 2 Florida Building Code Edition High- Velocity Hurricane Zone UnlMrm Permit Ap SPrfinn A (General Informal Miami Shores Village APPROVED BY ZONING DEPT DATE PT 2007 Y + .1 6'"'7 - /.�..- SUBJECT TO COMPLIANCE Wn$ DLL MOM. oD STATE AND COI BM RULES AND REGULATIONS Master Permit No. � 11-43 Process No ,[ , i Contractor's Name � e 9 o 1 Job Address M40 PE IoS +"S1- 0 Low Slope ❑ Mechanically Fastened Tile ® MortarlAdheslve Set Tile ❑ Asphaltic ❑ Metal PaneYShingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 160 ROOF TYPE ❑ New Roof &Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) b Steep Sloped Roof Area (SF) c fq qa Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) Al q qp 1111111111111111111111111111Mliiilion 111111116111111111111111111111111111111111111 iIIIIIiticiiiiIIIIIIII1 gam 1111111111111 BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code. Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer :� • . Notice of Acceptance Number: , 0321 03 Minimum Design Wind Pressures; If Applicable (From RAS 127 or Calculations: Q I P2: 6'S P3: ®O P Maximum Design Pressure (From the Pro ct Approval Specific System): 3$ e RoojSlope: .3 : 12 Steep Sloped Roof System Description \ Deck Type: 5f4 Plywood- Type Underlayment: Insulation: N /A- Fire Barrier: Ridge V2gn? Fastener Type & Spacing: Adhesive Type: rI 1 i,4 t fg" b 1 Dh t AP l A�a1 °Lz loh+►eld oc-at rows Type Cap Sheet: Mean Roof Height: IS Roof Covering: Type & Size Drip Edge: a1i ga1v 15.34 FLORIDA BUILDING CODE --- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope ARplication) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Product Approval No.: 6 A - Ia.lohOc Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 5:15 Q Pmax2: 113 Pmax3: 131114 Max. Design Pressure, fror _tte specific Product Approval system: 5d t g Deck: Type: Woo & Gauge/Thickness: Slope: Anchor /Base Sheet & No. of PIy(s): t' bas5 e- Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Base �y h � F tewDl t i 4� � �I S Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Top Ply: fliVoNtrokl ccl.p Top Ply Fastener /Bonding Material: FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: r Field: "t " oc CO Lap, # Rows l " oc Perimeter: y "oc @ Lap, # Rows 5 @ " oc Corner: "I " oc @ Lap, # Rows LI 0 1 " oc Number of Fasteners Per Insulatioh Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit OAF ModWteaFR FT. Mineral cap 3A3 00A base l Woo a. d“-K FT. Parapet Height Mean Roof Height 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES r Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the *values are greater that) or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations /Per RAS 127" `�Q (PI: It x21a�n =IV j- Mg: big l" =Mrt 344 Product Product ApprovalMf^sv8 (P2: 1 x 2 p a rj, IS A- 4 -- Mg: a = Mrq � 1 I t/7 7 Product Approval Mf 26117 (P3: loot Ic R / 17= Off' 1 1� i Mg: b. -1 1 = Mr3XI l 0 Product Approval Mf 34e1 1' Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -� Roof Slope , 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 - 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4' 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pi: x L (P2: (P3 . x L xL xw•= ) - W: x w: = - W: xw•= ) -W: x cos9 x cos 0 = Fri Product Approval F' x cos 0 = F2 Product Approval F Product Approval F' = Fr3 Where to Obtain Information Description Symbol . Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 8 Job Site Aerodynamic Multiplier .i Product Approval Restoring Moment due to Gravity M g Product Approval Attachment Resistance Mt Product Approval Required Mfirnent Resistance Ma Calculated Miuinuuu Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval 'rile Dimensions L= length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 COUNTY belhol5E,rdleve Eroj 73g SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. t(—' 2. Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). f 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). in buildings with common roofs, the roofing contractor and/or owner r�should notify the occupants of adjacent units of roofing work to be performed. J`. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable, The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. V-- S. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. 'Perimeter /edge walls or other roof extensions may blocic this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building - Cody, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the struc al assembly (the building itself). The existing amount of attic ventilation should not be reduced. It may be bene i is tR consider additional venting which can result in extending the service life of the roof. Owner's/A ent's Signature `o z °fV Date Property Address Permit Number 1'2.3_01 -154 1107 kPakePitikozael Contractor's Signature BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMEPJT (BNC) BOARD AND CODE ADPAINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) rack Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY PROMO' CONTROL SECIION 11803 SW 26 Sawa, Room 208 Miami, Florida 33175-2474 T (786)313-2390 F(786) 315-2599 www.mlamIdade.ovibaiklinai SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority TTnving Jurisdiction This NOA shall not be valid alto' the expiration date stated below, The Miami-Dade County Product Control Sv4ion On Miami Dade County) and/or the AILI (in are other than Miarni Dade County") reserve the right to have this product or material tested for quality assurance pnrpose& lf this product or Material fails to perfolia in the aeceptcd manner, file manufacturer will incur th eXperMe of mitki. teirig and am AM may iminediately revoke, modify, or suspend the MC of such pmduct or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miaini-Dadc County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufactures name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 9nd/or manufacture of the pmduct or proem. Misuse of this NOA as an ondomemcint of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Paikwe to 4.ximpiy with any section of this NOA shall bu s;au sc tor termination and removal of 1,10A. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by th expiration !wry he divlayeel in advertising literature. If any portion of the NOA is displayed, then it ghnil be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors iiral shall bc availabla for iii5pion at the job site at the request of the Building Official. This renews NOA #07-1018.09 and consists of pages 1 thrnngh 7. The submitted documentation was reviewed by Alex 'Nen. ,itzlzipu3Notmilimirtio, 1..• • ••••„..• NOA No.111-0321.03 Expiration Data 10/05/16 Approval Data 65/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Catettorv: flub Cateaory :, Roofing Roofing Tiles Concrete i. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumtervlle, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant iri s Capistrano Concrete L = 17" Tile W= 12'A" Thickness - %x" Trim Pieces 1= varies w = varies varying thickness Test Sneeifications TAS 112 TAS 112 Product agigigftt High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.03 Eapirstloe Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aaeuev Test Identi ter P11 Asphalt Technologies BRPF- 001 -02-02 Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied! Engineering, Inc. The Center for Applied Enginccring,1 . The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 P0402 94 -083 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2-1 Calculatinns T Nam TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Sat) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Pak Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March,1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Dater 05!12/11 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perfbrm quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be In compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendiciih r to the roof slope unless stated-otherwise by the underlayment material manufacturers published literature 3 6 This acceptance is for wood deck Applications. Minimum dock regniren,ents shs11 be in compliance with AppliCnhle hniiciin'g cn'u 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4/ Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) The Profile Weight -W (Ibf) Length -I (ft) with -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A (f!e) Tile Profile Batten Application A On Direct Deck Application Capistrano Concrete Tile 0.300 0,277 Treble 3: Resto , Mc ii me dim to Gma = NI . ft-I ,. Greater ? ":12" than Direct Deck Tile Profile Capistrano Concrete Tile Mijil.IIIIIM Battens Direct Dec* Battens Direct Dock 5 ":12" e ":12" Battens Direct Deck Battens Direct Deck Battens 6.68 6.90 6.57 illaillEgnIl 6.73 6.26 6.68 6.10 3.38 NOA No.:11- 0321.03 Expiration Date: 10105/16 Approval Date: 03/12/11 Page 4of1 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems The Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Concrete Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 1 33.1 I 48.1 1 46.2 1, Installation with a 4" file headlap and fasteners are located a min. of 2%° from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Minimum Attachment Profile Resistance Capistrano Concrete Tile Adhesive 29.3z 1 See manufactures component approval for Installation requirements. 2 Flexible Products Company TIIeBond Average weight per patty 10.7 grams. Polyfoam Product Inc. Average welght per patty 8 grams. . Table 6: Attachment Resistance Expressed as a Moment - Mr (f -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachinent Resistance Capistrano Concrete Tile Polyfoam PolyPro" "' 68.65 Polyfoam PolyProw 38.7; 3 Large paddy placement of 63grams of PolyPro . 4 Medium paddy placement of 24grame of PolyPro'' ". Table 7: Attachment Resistance Expressed as a Moment - Nir(ft -tbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Set' 24.6 8 Tile -Tlte Roof Tile Mortar. APFROY CD NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". NIMMIN=110) Eiera•-7' FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: ENTS: 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. APPROVED 1 NOA No. :11- 0321.03 Expiration Date: 10105f16 Approval Date: 05/12/11 Page6of7 PROFILE DRAWING CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE APP'OVEDj NOA No.:11-- 032I.03 Expiration Date: 10105/16 Approval Date: 05/1241 Page 7 of MIAMIlr COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY RODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.min midOd e.eov/buildine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AII160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. E COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AU160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polyproo AH160 Dimensions Test Specifications N/A TAS 101 Foampro® RTF1000 N/A ProPacko 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bsfft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 • 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. —W 2 MS MANMADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro I? AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyproo AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance' with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foamproo dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polyproo AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. ms Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 N/A High Profile (2 Piece Barrel) #1 17 /sic and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MANMADE COUNTY AFPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14111 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Plan enoughedhnt e to meters 17to23 2[48 some inches in contact oh the gm tho steep gob opplicattons 2j Tom covers upside down. Plow adtmoko 112 h►. To 1 hi. From ouhtdsodes doom& Theo WWI the We, NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MADE APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATI'Y WI through plastic cement Paddy (between file) Paddy (under tile) st • Slagle paddy ij 3 lit under tlle x3 In. Single paddy on tmder- lament Siwlpitidy on top of tile e ones in. X7 In medium eke paddy eave Fascia course only REAM DE CO APPROVED Nall plastic cement Underlayment Single paddy under tile Single paddy between tile 2 in x 7 In. medial sIae paddy eave course only iterin.x 3 in. Single paddy on under- layment Slagle paddy on top of Ole anuerso Fascia Meehan Ewe closure Drip edge END OF THIS ACCEPTANCE NO4‘. No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7